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,_..~..M_..•~..__~_----. <br />r-Existing-:-\ <br />/Pavement \---j <br />See Note 2 Below <br />Compact in 12"max <br />layers toa min relative <br />compaction of 95% <br />under pavement and <br />90%outside pavement. <br />Min <br />Below <br />10"10"Min <br />6" <br />10" <br />00+20"Min <br />00+20"Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES:1.New pavement shall be 1"thicker than existing pavement,minimum <br />of 0.25 "rt.New base shall be 1"thicker thci"n existing base,min of 0.50 Ft. <br />2.Select native material or imported granular material as approved by the Director <br />of Public Works.Backfill wi.th materials equal to or better than the existing <br />pavement and basi'in'quality. <br />3.Relative compaction of 'materials shall be tested in accordance with <br />the Stote of'California,Dept.of Transportotian Testing Manuals,test <br />method No.California 216 or 231.. <br />4.All existing pavement shall be neatly cut to line prior to trench .excavation. <br />5.Jetting or ponding will be'permitted within the street right-of-way with <br />a 3 year bond,when'approved by the Director of Public Works. <br />6,When shown by soil composition and compactability,ninety percent (90%) <br />compaction may be used,when approved by the Director of Public Works. <br />7.Special bedding'and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Approved by: <br />=:.?J?~/.?'1~. <br />No.Revision Oescri tion Date